Macdamization of Doabgah Vijibal Inner Links

Supply , stacking and laying water Bound Macadum (WBM) of graded stone Aggregate (G-II) with specified stone Aggregate at site of size range (63mm to 45 mm) Crushed with screening/chipping (13.2 mm size type "A" and binding material including and consolidation with power road roller of (8-10) capacity etc including all carriage and costs of materials involved complete.

Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site for all leads and lifts, laying in uniform layers with mechanical paver. Finished sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete as per specifications and directions of Engineer In-chargeincl incl all carriage,head load,cost of material ,laboratory tests etc complete

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. including all carriages, On WBM/WMM @ 0.75 Kg/sqm. incl all carriage,head load,cost of material etc complete

Providing and laying Bituminous Macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. including all carriages.

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. including all carriages

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road Rollar all complete. including all carriages

supply and filling of Khakh Bajri/GSB to the specefied lines and grade in berms incl dressing, watering and consolidation with PRR 8-10 tonne capacity incl.all cost and carriage of materials involved

P/L Reinforced Cement Concrete Pipes NP4 for Cross drainage on ist class Bedding of Granular material in single row fixing collers in cement mortar 1:2 including Excavation, backfilling maintaining power gradient and all other option with carriage,complete job MORTH clause 2900. 250 mm dia